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[국내논문] Evaluation of preconsolidation stress by shear wave velocity

Smart structures and systems, v.7 no.4, 2011년, pp.275 - 287  

Yoon, Hyung-Koo (School of Civil, Environmental and Architectural Engineering, Korea University) ,  Lee, Changho (School of Civil, Environmental and Architectural Engineering, Korea University) ,  Kim, Hyun-Ki (School of Civil and Environmental Engineering, Kookmin University) ,  Lee, Jong-Sub (School of Civil, Environmental and Architectural Engineering, Korea University)

Abstract AI-Helper 아이콘AI-Helper

The behaviors of saturated soils such as compressibility and permeability are distinguished by preconsolidation stress. Preconsolidation stress becomes an important design parameter in geotechnical structures. The goal of this study is to introduce a new method for the evaluation of preconsolidation...

주제어

참고문헌 (25)

  1. ASTM D2435 (2004), "Standard test method for one-dimensional consolidation properties of soils using incremental loading", Annual Book of ASTM Standard. 

  2. Becker, D.E., Crooks, J.H.A., Been, K. and Jefferies, M.G. (1987), "Work as a criterion for determining in situ and yield stresses in clays", Can. Geotech. J., 24(4), 49-564. 

  3. Burland, J.B. (1990), "On the compressibility and shear strength of natural clays", Geotechnique, 40(3), 329-378. 

  4. Burmister, D.M. (1951), "The applications of controlled test methods in consolidation testing", Proceedings of the Symposium on Consolidation Testing of Soils., Special Technical Publication. 

  5. Butterfield, R. (1979), "A natural compression law for soils (an advance on e-logp')", Geotechnique, 29(4), 469-480. 

  6. Casagrande, A. (1936), "The determination of the pre-consolidation load and its practical significance", Proceedings of the 1st International Soil Mechanics and Foundation Engineering Conference, Cambridgd, Mass., Ed., Casagrande. 

  7. Grozic, J.L.H., Lunne, T. and Pande, S. (2003), "An oedometer test study on the preconsolidation stress of glaciomarine clays", Can. Geotech. J., 40(5), 857-872. 

  8. Houlsby, G.T. and Sharma, R.S. (1999), "A conceptual model for the yielding and consolidation of clays", Geotechnique, 49(4), 491-501. 

  9. Imai, G. (1979), "Development of new consolidation test procedure using seepage force", Soils Found., 19(3), 45-60. 

  10. Janbu, N. (1969), "The resistance concept applied to deformation of soils", Proceedings of the 7th International Soil Mechanics and Foundation Engineering Conference, Mexico City, A. A. Balkema, Rotterdam. 

  11. Jose, B.T., Sridharan, A. and Abraham, B.M. (1989), "Log-log method for determination of preconsolidation pressure", Geotech. Testing J. ASTM, 12(3), 230-237. 

  12. Khan, P.A, Madhav, M.R. and Reddy, E.S. (2010), "Consolidation of thick clay layer by radial flow non-linear theory", Geomech. Eng., 2(2), 157-160. 

  13. Kwon, T.H. and Cho, G.C. (2005), "Smart geophysical characterization of particulate materials in a laboratory", Smart Struct. Syst., 1(2), 217-233. 

  14. Lee, C., Lee, J.S., Lee, W. and Cho, T.H. (2008), "Experiment setup for shear wave and electrical resistance measurements in an oedometer", Geotech. Test. J., 31(2), 149-156. 

  15. Lee, J.S. and Santamarina, J.C., (2005), "Bender elements: performance and signal interpretation", J. Geotech. Geoenviron., 131(9), 1063-1070. 

  16. Lee, J.S., Fernandez, A.L. and Santamarina, J.C. (2005), "S-wave velocity tomography: small-scale laboratory application." Geotech. Test. J., 28(4), 336-344. 

  17. Nagaraj, T.S. and Srinivasa Murthy, B.R. (1983), "Rationalization of Skempton's compressibility equation", Geotechnique, 33(4), 433-443. 

  18. Negussey, D. and Vaid, Y.P. (1995), "Estimating maximum past pressures in clay", Proceedings of the International Symposium on Compression and Consolidation of Clayey soils, Hiroshima. 

  19. Onitsuka, K., Hong, Z., Hara, Y. and Yoshitake, S. (1995), "Interpretation of oedometer test data for natural clays", Soils Found., 35(3), 61-70. 

  20. Schmertmann, J.H. (1955), "The undisturbed consolidation behavior of clay", TAS Civil Engineers, 20, 1201-1233. 

  21. Shang, J.Q., Tang, Q.H. and Xu, Y.Q. (2009), "Consolidation of marine clay using electrical vertical drains", Geomech. Eng. 1(4), 275-289. 

  22. Sridharan, A., Abraham, B.M. and Jose, B.T. (1991), "Improved technique for estimation of preconsolidation pressure", Geotechnique, 41(2), 263-268. 

  23. Wanatowski, D., Chu, J. and Gan, C.L. (2009), "Compressibility of Changi sand in K0 consolidation", Geomech. Eng., 1(3), 241-257. 

  24. Wang, L.B. and Frost, J.D. (2004), "Dissipated strain energy method for determining preconsolidation pressure", Can. Geotech. J., 41(4), 760-768. 

  25. Zeng, X. (2006), "Applications of piezoelectric sensors in geotechnical engineering", Smart Struct. Syst., 2(3), 237-251. 

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